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HomeMy WebLinkAbout2421A-6u 1 ROW a �v N - DATA DELTA RADIUS LENGTH TANGENT A 20057'51" 213.00' 77.94' 39.41' B 1 09'34'32" 187.00' 1 31.25'A 15.66' 42 IPA�N CO 1 1 WATER LATERAL LOCATIONS LOT PROPOSED STATION AS BUILT STATION 1 0+41 10i' 2 1+24 CONSTRUCT 3 1+92 � 33 I 4 2+34 5 3+01 � 6 3+24 j • 7 1 • a 4+38 1 9 • 8" X 45" ELBOW. 10 3+50 ELBOW, ANGLES AS SPECIFIED. 5�— CONSTRUCT THRUST BLOCK PER STD. DWG. # W106, W107. @_PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION 35 0+87 �v N - DATA DELTA RADIUS LENGTH TANGENT A 20057'51" 213.00' 77.94' 39.41' B 1 09'34'32" 187.00' 1 31.25'A 15.66' 42 IPA�N CO 1 1 WATER LATERAL LOCATIONS LOT PROPOSED STATION AS BUILT STATION 1 0+41 10i' 2 1+24 CONSTRUCT 3 1+92 � 33 I 4 2+34 5 3+01 CONSTRUCT 6 3+24 FLANGE, THRUST BLOCK, AND JOIN. 7 3+61 I a 4+38 X 11-1/4* ELBOW. 9 3+90 8" X 45" ELBOW. 10 3+50 ELBOW, ANGLES AS SPECIFIED. •%. No NOTES 1 17 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. )EWALK 10i' CONSTRUCT 7 (TYP.) CONSTRUCT 8" � �2 I � 33 I i 34 ( 1 ROW I 27 2 CONSTRUCT 8" GATE VALVE PER STD. DWG. # W109. @—REMOVE BLIND FLANGE, THRUST BLOCK, AND JOIN. C>_ I I O—CONSTRUCT 8" X 11-1/4* ELBOW. O—CONSTRUCT 4+05 8" X 45" ELBOW. Q__CONSTRUCT 8" ELBOW, ANGLES AS SPECIFIED. 5�— CONSTRUCT THRUST BLOCK PER STD. DWG. # W106, W107. @_PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION 35 0+87 PIPELINE JP 19 28 29 0—CONSTRUCT 1" SERVICE LINE PER STD. DWG. # W126. 4+00 OVER CIL OF PIP gillif], NOTES 1 17 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. )EWALK 10i' CONSTRUCT 7 (TYP.) CONSTRUCT 8" � �2 I � 33 I i 34 ( 1 ROW I CONSTRUCTION NOTES 1 17 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. 1+85 1 CONSTRUCT 8" I.D. STEEL PIPE CML & C PER CONSTRUCT 8" FLANGE AND BLIND FLANGE. CITY OF FONTANA STD. SPECIFICATIONS. 4+14 27 2 CONSTRUCT 8" GATE VALVE PER STD. DWG. # W109. @—REMOVE BLIND FLANGE, THRUST BLOCK, AND JOIN. C>_ CONSTRUCT 8" TEE. O—CONSTRUCT 8" X 11-1/4* ELBOW. O—CONSTRUCT 4+05 8" X 45" ELBOW. Q__CONSTRUCT 8" ELBOW, ANGLES AS SPECIFIED. 5�— CONSTRUCT THRUST BLOCK PER STD. DWG. # W106, W107. @_PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION 35 0+87 PIPELINE WATER LATERAL LOCATK)M LOT PROPOSED STATION AS BUILT STATION 23 1 1+85 24 2+33 25 3+04 26 4+14 27 4+40 28 4+81 29 4+72 30 4+62 31 4+05 32 3+58 33 2+86 34 1+91 35 0+87 CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. # W117. -The 1 Consulting Grou QRDFESSN A PFS �F 6 Morgon, Sults 100 RECOMMENDED FOR APPROVAL -WATER ONLY Irvina, Coilfom/o 92618 --' z KRIEGER do STEWART, INC. (714)587-3012 FAX (714)472-3176 oc No.35275 rn * Exp.9/30/99 * PREPAR D THE SUPERVISION OF: `r�j�. C4V1��!��-�" ...1'-�//- 'y% '' IZ�CoQ.D R W i �1 �� 7 S 14 o I CA1.�F R.C.E. ©ATE: REVISIONS PR0 DATE MPRO DA A. RS N R.C.E. 35275 CS %% 13 hUN� � �fN PI�cE GRAPHIC SCALE I anon - 40 tt. CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN TERRIER L COURT wm I E PLA S� .: ,•_447 DESIGNED BY PLAN AND PROFILE VERT.: 1'=a' SCS STA. 0+00.00 TO STA. 4+49.31 CHECKED BY & STA. 0+00.00 TO STA. 4+84.23 DATE: 2�2a�97 SES 1RA�CT .1457 14571— Z - 2l5-q�% JOB NO. PROD l% �„�c%�.,a�./t ��7%Y� DR. N0. SHT. NO. >TE: CITY ENGINEER R.C.E �I"�LI14 6OF 4